DEPOSIT Thoppil Mannal 1 No Shutter Replacement 1.40 m W x 1.10 m H Fabrication Erection and Painting of the MS Shutters with Embedded Parts and Hoisting Mechanism Devikulangara Grama Panchayat

OD29582/2025-2026:Dismantling of the Canal Shutter (Upto 2 Tonne weight )/ Hoisting unit/ Embedded parts etc of the same and stacking at the location as directed by the departmental officer at site, including hire of machinery , labour etc .complete (weight of the unserviceable shutters and embedded parts may be calculated as 60% and unserviceable hoisting units as 80 %) Rate analysis of 10 Qtl

OD19606/2023-2024:60.1.1 RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work, etc. complete

OD19608/2023-2024:60.2.3 Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection, cost of fuel, lubrication oil, and other stores pay of staff, etc complete

15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.

5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more